an integrated ferry and bus depot
TRANSCRIPT
ACKNOWLEDGEMENT
I am very thankful to my adviser, Arch’t. Zafra, who was always there since the start of
the thesis book and for the times when he was there to check and guide me during the
development of my design.
I would also like to thank my thesis coordinators, Arch’t. Ma. Lizetta Uy, Arch’t.
Raymund Dinglasa, Arch’t. Omar Maxwell Espina and Arch’t. Joseph Michael Espina.
Special thanks also to Arch’t. Raagas, Arch’t. Valenzona and Arch’t. Cabilao for the time
and the advice that helped a lot.
I would also like to thank especially to my housemates, Jake, Zev, Romie, Mike, Nikko,
Rishi, Abbie and Dan2x who helped me through time, also to Robert, Tisoy, Mark Bets,
Evee, Hannah, and to Mama for their undying support and help. For my classmates who
were there support and for their smiles, thank you.
To my parents for the support, time and money they spent for me. To my mother, Diana,
my father, Charles and my sisters, thank you so much.
And lastly to the almighty God who gave me all of these, the blessings and the
opportunity to be here right now in my life.
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CHAPTER 1
THE PROBLEM AND ITS PURPOSE
I. INTRODUCTION
A bus garage and terminal is necessary for bus maintenance and repair. It is also
used as a parking facility and headquarters for drivers. More importantly, the facility is
made to provide comfort and safety to passengers in their few hours or minutes of stay
in the facility. A common garage for cars would surely not be the same as to the bus
because of its physical and mechanical features
Ceres Bus Liner is the biggest bus company in the Philippines which started
operations in 1968 at Bacolod, Negros Occidental. As of now it comprises 1500 bus
units. 80% of its buses are mostly found in Visayas and Mindanao, and the other 20%
serves the northern part of the archipelago. The operator is the Vallacar Transit Inc.
Ceres Bus Line operates mostly in Visayas, especially in Cebu. It started in Cebu when
they took over the ABC Bus Liner, owned by Crisologo Abines, which was the most
famous bus liner in Cebu. But as Ceres took over, they were considered to be having
the most number of bus units in the province. It is also one of the buses which travel by
land and by sea (through ferry). It is famous because of its huge and air-conditioned
units which possesses comfort to the passengers. Some tourists would hire Ceres
buses for their travel and tours.
Lately, the recent president Gloria Macapagal Arroyo introduced a new
connection of the Visayas and Mindanao as a part of its project that unites the islands of
the whole nation. With this, the town of Samboan may boost its income because of the
new establishment that might be present here. Also, the city of Dumaguete is just at the
other side of the strait, so its not far to tell that sooner or later, the town will be a
developed town already. New projects that have been proposed by the government are
mostly within the towns of the province, not the city itself to reduce decongestion. 2
II. THE PROBLEM
One of the garages of Ceres Bus Lines is located in Brgy. San Sebastian,
Samboan, Cebu. The facility is just a parcel of land where a large number of buses can
park. The parcel of land also served as the terminal for the bus liner where passengers
go in and out of the space in an un-orderly manner.
The space lacks the elements to facilitate an orderly, safe and convenient
terminal for the passengers. Waiting in a terminal without even a proper waiting area
and other facilities can be very inconvenient to a passenger. The so called terminal and
garage also lacks the facilities to have a proper bus depot for the company. As you can
see proper management, maintenance and monitoring of the buses are essential to
have a safe trip whether if it is within the province of Cebu or to other parts of the
country. Its not necessary also to create a depot with heavy repair because the
headquarter itself for the Ceres is found in Bacolod, so its far from the supervision of the
owner.
Located a few hundred meters from the said garage and terminal is a RORO port
used by the bus liner. Although it already has a structure to provide for the passengers
who will use the ferry, the port itself lacks the facilities to again ensure the passengers a
safe, orderly and comfortable trip.
The late President Gloria Arroyo proposed a new project where another RORO
shipping line is to be placed in the south which will create a direct link from Visayas to
Mindanao. For these a terminal would be a necessity to help in the economic growth of
the province especially in the town of Samboan.
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A. OBJECTIVES
The study aims to create an integrated ferry and bus terminal with roadworthy
test and to incorporate modern design solutions for the convenience of Bus drivers
and personnel, and the passengers.
The study intends to seek solutions to this problem and also answer the
following sub – problems:
1. What elements are needed to ensure the passengers of the buses and
roro a safe, smooth and comfortable flow inside the facility?
2. What inconveniences were observed in previous bus and ferry terminals
and what is needed in order to avoid these?
3. What is to be considered in order to have an efficient and effective bus
roadworthy test?
By designing an integrated RORO and bus terminal with a roadworthy test for
Ceres Bus Liner, the proponent want to achieve the following goals:
1. Efficient flow of buses whether coming from the sea (through ferry) or land
to the terminal and vice – versa.
2. Efficient and effective flow of the buses inside the bus depot/roadworthy
test.
3. A modern image of the proposed facility that may soon serve as a
landmark in commemoration of the town’s identity where the facility is
located.
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B. Significance of Study
The study will provide architectural solutions to create a safe, efficient,
comfortable and convenient ferry and bus terminal and depot for bus and ferry
passengers, drivers and staff. This will also change the image of bus and other types
of terminals being inconvenient in the locality.
The study will also help the town by creating an income generating facility.
The existing primary users which are the Ceres and Maayo Shipping Inc. would also
benefit in this study for they will have an efficient terminal for both of them and the
payment they gave to the LGU will be worthy enough.
III. RESEARCH METHODOLOGY
A. RESEARCH DESIGN
1. Research Environment
The proposed rehabilitation will be located in Bato, Samboan, Cebu.
Details regarding the site will be discussed on the later chapters.
2. Research Subject
The study will involve architectural space programming and other
approaches applicable to the said proposal.
3. Research Instruments
The researchers will make use of numerical data gathered from Ceres Bus
Liner, Sunrays, Rough Riders and Maayo Shipping Inc (e.g. no. of buses or
vessels & passengers per day etc.). They will also make use of other data
such as maps, interviews, related literature and theories in order to come up
with applicable solutions to the problem.
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B. RESEARCH PROCEDURES
1. Gathering of Data
The proponent, in order to collect needed data for the said proposal, will
perform the following methods in data gathering:
Ocular inspection of site
Collection of data from the 3 bus companies
Collection of data from Maayo Shipping Inc.
Interviews with people involved (CBL staff and drivers, passengers)
Library research and research through other means like the internet
Documentation of the site and its environment.
2. Treatment of data
After the collection of the needed data, the proponents will do the following
to filter out the collected data:
Analysis of collected data
Analysis of the site and possible spaces to be considered
Consideration of codes, regulations and government requirements
that might be applicable to the proposal and rules that apply to the
municipality of Samboan.
Translation of filtered data through preliminary sketches and
diagrams
Drafting of final drawings after the approval of preliminary drawings
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IV. SCOPE AND LIMITATIONS
SCOPE
The focus of the study will deal with the integration of the ferry and the bus
terminal of the area and to add other facilities which can improve the condition of
the two facilities such as:
- Comfort
- Safety
- Efficiency
- Image
LIMITATIONS
a) Area of Study
The study will only focus on a specific area of Brgy. San Sebastian,
Samboan, Cebu namely the existing ferry terminal and the parcel of land used by
the Ceres Bus Liner as a bus terminal and garage.
This is just a mini depot that will serve for emergency and on-the-site
repairs of the buses. The depot will only be limited of service which will just focus
on maintenance and other repair that can be handling within the depot.
Heavy repair like changing of chassis, the body of the buses and the like
will be not be within the range of the depot.
b) Scope of Work
The scope of work will involve providing architectural design solutions to
address the problem at hand. Structural, Utilitarian and other studies may be
considered but will not go further into its details.
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DEFINITION OF TERMS
Bus - is a road vehicle designed to carry passengers Buses are widely used public
transportation.
Bus Depot – a bus depot contains either or both of these areas.
Bus terminus / terminal – defines the facility where it drops and picks up
passengers. The term terminal is used because its not like an ordinary bus
stop.
Bus garage – pertains to the shop, maintenance, repair and stored.
Seldom used as a parking space for overnight stay of buses for early trips
in the dawn.
RORO – Roll On, Roll Off. A kind of ferry which boards commonly in a short
distance travel. Derived from the amphibian and commonly transport vehicles
and even buses.
Wharf – a structure on the shore of a harbor where ships may dock to load and
unload cargo and passengers.
Berth – refers to the cabin in a ship or ferry
Roadworthy Test – means the exams taken to the buses especially from long
trips. This will help to lessen engine trouble or any defects when at trip.
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ORGANIZATION OF STUDY
CHAPTER 1 THE PROBLEM AND ITS PURPOSES
This chapter shows the general idea of the entire thesis study. It discusses about
the problem, the purpose, the objective, the significance, the methodology and the
scope and limitations of the study.
CHAPTER 2 REVIEW OF RELATED LITERATURE
This chapter shows overviews of various existing projects that will serve as a
guide and idea of this study.
CHAPTER 3 THE PROJECT ENVIRONMENT
This chapter identifies the framework of the project. It will tackle about the client,
the detail of the users’ activity. It will also identify the characteristics of the site.
CHAPTER 4 DESIRED BEHAVIORS
This chapter discusses the exact and detailed objectives that the study needs to
accomplish. This will establish and give the desired behaviors of the. It will be a
collaboration of the necessary design considerations.
CHAPTER 5 DESIGN DEVELOPMENT
This shows the outline of the concept based on the resulting ideas. It gives the
overview of the upcoming state of the proposal.
CHAPTER 6 DESIGN OUTPUT
This chapter presents the final design solutions of the study. It gives the full
drawing requirements needed and said in the scope of the study.
CHAPTER 7 CONCLUSION AND RECOMMENDATION
This chapter will provide all important data that will show a summary of specific
spaces. It will provide all data that will show the guidelines in visual interpretation.9
CHAPTER 2
REVIEW OF RELATED LITERATURES
REVIEW OF RELATED STUDIES
A PROPOSED INTERMODAL PASSENGER TRANSPORT TERMINAL IN DUAMGUETE CITY, (Araneta, Ramir Lorich R. and Go, Patrick Lendel C., March 2004)
This study focused only on the intermodal terminal for ferry and bus in an
existing port area of Dumaguete City. They focused purely on designing of the
terminal where it involves the accommodation of the passengers and light cargos
that will utilize either the land or the sea public transportation systems available
in the city. The study is also limited of designing small scale port area or the fast
ferry terminal. The study also focuses on the safety precautions and the security
of a public intermodal terminal.
A PROPOSED REDEVELOPMENT OF THE WATERFRONT MARKET AND BUS TERMINAL AREA OF TOLEDO CITY, (Abella, Roden Adam B. and Ong, John Jo. Y., March 2005)
This study focused on a terminal for buses and a market on the waterfront.
The development also includes the ferry terminal which connects the travel to
Negros Oriental.
The study focuses more on the market and is not applicable for my own
study. Moreover, the facts and data presented in this study would still be useful
enough especially for the flow and program of the spaces inside the terminal for
the bus and ferry.
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CONCEPTS AND PHILOSOPHIES
Architecture: the Element of Success: Building Strategies and Business
Objectives by Susanne Knittel-Ammerschuber.
This book contains the principles in designing commercial or other
buildings in relation to the owner or the corporation itself. This book clearly
defines the relativity among building as to how they speak for the company itself.
This also contains the flexibility, transparency, innovation and other related topics
which deals in designing process.
Time-Saver Standards for Building Types by Joseph De Chiara, John Hancock Callender
This book has the comprehensive reference of all building types. It is
useful enough especially on standards and basic knowledge for a specific
building.
Architectural Programming & Predesign Manager by Robert G. Hershberger
This book includes all the programming process in design. The book also
shows how to accurately assess the client’s need, taste and goals. Its
programming issues deals with large and small scale architectural and interior
renovations and new projects.
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INTERNET RELATED ARTICLES
A bus garage or bus depot is a building where buses are stored and maintained.
In many conurbations, bus garages are on the site of former car barns or tram sheds,
where Streetcars or Trams were stored, and the operation transferred to buses. In other
areas, garages were built to replace horse-bus yards or on virgin sites when populations
were not as high as now.
Most bus garages will contain the following elements:
Internal parking
External parking
Fueling point
Fuel storage tanks
Engineering section
Inspection pits
Bus wash
Brake test lane
Staff canteen/break room
Smaller garages may contain the minimum engineering facilities, restricted to
light servicing capabilities only. Garages may also contain recovery vehicles, often
converted buses, although their incidence has declined with the use of contractors to
recover break-downs, and the increase in reliability.
Overnight, the more valuable or regularly in-service buses will usually be stored
in the interior of the garage, with less used or older service vehicles, and vehicles
withdrawn for storage or awaiting disposal, stored externally. During the day, internal
and external areas will see a variety of movements. Heritage vehicles are almost
exclusively stored inside the garage.
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Often garages will feature rest rooms for drivers assigned to 'as required' duties,
whereby they may be required to drive relief or replacement buses in the event of
breakdown. The garage may also have 'light duties' drivers, who merely move the
buses internally around the garage, often called shunting.
SOURCE: http://en.wikipedia.org/wiki/Bus_garage
Tuen Mun Ferry Pier is a public pier located in the southern area of Tuen
Mun, Hong Kong.
Tuen Mun Ferry Pier, Tuen Mun Pier Head, Tuen Mun Ferry Pier Stop (MTR
Light Rail), Ocean Walk and Pierhead Garden are all part of the same complex that
consists of a light rail terminus, a bus terminus, a shopping center and a private
residence. It is named after its close proximity with the Tuen Mun Ferry Pier. The
complex is owned by KCRC Corporation. It has operated since November, 1986.
Before the extensive improvement of the road network during late 1990s and
2000s, the traffic congestion on the overloaded Tuen Mun Road was unbearable so
expansion on this road was needed. During this period, ferry service at this pier was
used as an alternative for traffic to and from Central on Hong Kong Island.
SOURCE: http://en.wikipedia.org/wiki/Tuen_Mun_Ferry_Pier
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A Modern RoRo Terminal as Designed by Royal
Haskoning
The design of a modern RoRo terminal will require skill and experience to maximise the
efficiency of the land available which with many Ports in today’s market conditions is a
major issue. RoRo terminals by their very nature are land hungry and our approach
linked with a close working relationship and understanding of our clients’ requirements
will deliver a successful and practical facility.
By choosing to engage Royal Haskoning to design your new RoRo terminal or review
your existing facility you will be drawing from years of experience which has helped us
to understand that the approach infrastructure
to the ‘in-gate’ is as important as the transition
between the vehicle link span and the vessel’s
bow or stern boarding ramp.
RoRo terminals can be designed to
accommodate freight only services with a
mixture of accompanied or unaccompanied
trailers or a mixture of freight and passenger
vehicle / foot passenger situations i.e. ferry terminals. Each type of facility has its own
unique needs and requirements and Royal Haskonings’ design teams are able to
provide a service that best suits our client’s needs.
Each operational process that takes place on the terminal is as important as the
previous one in order to provide a smooth and efficient turnaround of the vessel and our
designs over the years have provided our clients with these key elements. The vehicle
movements in the ‘yard’ whether they be of a port tractor unit moving unaccompanied
trailers to / from the vessel or passenger vehicles / accompanied trailers requires careful
thought and planning to ensure that the terminal remains free flowing and devoid of
bottle-necks and lengthy queues.
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The berthing structures can require innovative
designs in order to provide RoPax vessels with
the correct facilities for a safe approach and
berthing / mooring requirements along with the
fit-up with the linkspan and / or passenger
walkway for which special attention is always
required. We can design or provide
performance specifications for all types of
fender arrangements from torsion arms to floating pneumatics.
Vehicle linkspans or floating pontoon structures and passenger walkways are a
fundamental part of a successful RoRo or Ferry terminal to which a specialised
approach is needed to ensure compliance with the latest design and operational
legislation is achieved. Royal Haskoning have led the world in expertise in this area
providing designs and performance specifications for over 50 structures.
SOURCE: http://www.maritime-rh.com/roro-and-ferry-terminals-a-modern-roro-terminal.html
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CHAPTER 3
THE PROJECT ENVIRONMENT
I. THE CLIENT
Cebu Port Authority
Every port development or any terminal that to be constructed for water
vehicles must be managed by the Cebu Port Authority because they will handle
and supervise the port for every existing ports around the nation.
As a starting point for tourist and other travelers from other places, the
terminal will serve to its best and will be an introduction for Samboan and other
places in the province of Cebu. This will also be a great help for the government
of Samboan because this will generate income and maybe will also uplift the
name of the town itself for the recognition of the newly, modernized and a first
common terminal for ferry and buses in Cebu or even in the country.
II. THE USERS
A. CERES BUS COMPANY
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A1. History
Ceres Liner is a bus line under Vallacar Transit Inc., the largest public land
transportation company in the island of Negros, Philippines. It operates bus
transport service to the whole island of Negros from Bacolod
City to Panay, Cebu and Samar-Leyte islands.
It started their bus operations in the year 1968 in Bacolod, Negros
Occidental where now is the headquarters of the Ceres Bus Company. They
have an existing Ceres compound in Bacolod which is a kilometer away from the
City center.
Now, they have over 1500 bus units running all over the country and 80%
of these are found in the Visayas and Mindanao, the rest are found in Luzon.
They started their operations here in Cebu when they took over the ABC
Bus Lines in the southern part of the province.
B. MAAYO SHIPPING LINE
Maayo Shipping transports vehicles between Cebu and Negros islands.
The Ceres bus liner uses them to complete the link between Dumaguete and
Cebu City.
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Maayo makes 12 round trips daily. Tampi (Negros Oriental) – Bato
(Samboan, Cebu), and the list of trips are as follows, first trip is at 5:00 am, then
6:30 am, 8:00 am, 9:30 am, 11:30 am, 1:30 pm, 3:00 pm, 4:30 pm, 6:00 pm,
7:30 pm and last trip ranges from 9:30 pm to 11:30 pm.
Maayo is the best option you can transport vehicles from Negros to Cebu
especially in the southern part of both of the Islands. The trip will just take for 45
minutes.
C. THE EMPLOYEES
There are several of employees in this facility and they are subdivided into
three facility, the common terminal and the bus depot. Inside the Terminal are the
common offices for the depot and the terminal itself. The employees would serve
for the efficiency of flow of the passengers as their main guests for the facility.
They will also help in creating a good flow, organized and well maintained facility.
TERMINAL
a. Ticketing Booth Officer
They are the ones who will issue ticket for the bus or the ferry trips.
b. Concessionaires
They are substitutes for those vendors you will found outside your
windows in the bus.
c. Security Personnel18
They are assigned for inspections and all for the security of every
person inside the facility
d. Maintenance
This will include all those personnel who are involved in the full
maintenance and repair within the facility.
e. Office Employees
a. General Manager
b. Secretary
c. Cebu Port Authority Office
d. Coast Guard
e. Marina
f. Dispatch Office
g. Terminal Operations Office
h. Accounting
i. Communication / Radio Control Office
j. Human Resource
BUS DEPOT
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a. Drivers
They are the pilot of the bus.
b. Conductors
They are the partner of the bus driver in his entire travel. They are
the ones who issues tickets and collect your payments inside the
bus. (Only for those who ride along the trip)
c. Inspectors
Ceres Bus has inspectors which will check from time to time and
from bus-to-bus, the tickets issued by the conductors during the
trip.
d. Shop Operations Manager
All subject pertaining to the managing, maintaining, and operations
in the depot is his job.
e. Parts man
He is the one in charge of all the spare parts supplied to the depot
and records all parts delivered by the supplier and parts installed in
the buses.
f. Mechanics / Chief Mechanics
They check and repairs damages of any defects in the buses. They
are also obliged in the maintenance of those buses.
g. Electrician
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All electronic works is their area of concern
h. Air conditioning Technician
They are assigned to the maintenance of the air conditioning units
in every air-conditioned bus.
i. Laborers
They are the ones who help the main personnel in their daily tasks.
They could be assigned in cleaning the site, washing of the buses
and other activities which require their service.
j. Canteen Personnel
They are assigned in preparation of food for the employees inside
the bus depot.
k. Security Guards
They are in charge for the safety and security of the site especially
for stealers of scrap metals and other parts which will be used for
the bus maintenance.
l. Caretakers
They are the ones who keep the site in an orderly and well
organized depot. They are also the one who report to the head of
the bus depot operation for updates.
III. THE SITE
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The site is located along the coastline of Tañon Strait. It is
bounded by a provincial high way on the east side, and empty lots
along its northern and southern part. It is now the existing pier 3
where the Ceres Bus picks up their passengers from the RORO
port. On the northern part of the site, it is extended to
accommodate the bus depot. At present, the bus depot are shall we
call it a garage is just found along the west part of the site, still
adjacent to the road.
SITE
EXISTING CONDITIONS
22
The site is located in Brgy. San Sebastian, Samboan, Cebu. Right now, an
admin building was the only function facility what holds the trips from the ferry. It
also serves as the waiting area for the Ceres Bus Liner. A lot of eatery and
vendors are present now within the site. Way back then, this was used for the
ABC Lines.
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Access
The site is not that hard to locate, because first of all, the site is located in
the province. And usually, developments takes place near the national highway.
So the site is just accessible directly from the provincial highway. And by sea, the
site is just by the coastline of the town. It is bounded by the Tañon Strait.
Topography
The town of Samboan is described as generally hilly and mountainous. It
is bounded by the town of Santander in the south and Ginatilan on its north. It is
the southern tip of the island of Cebu.
But the site itself is found on the flatlands part of the town, so the site has
a sloping roadway along its entry and a flat area on its lowland area.
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ELECTRIC / WATER / COMMUNICATIONS
The town’s power source is the CEBECO (Cebu Electric Company). Its
water source comes from the Municipal Water System.
Its Telecommunication source is supported by the big 3 companies,
namely the GLOBE, SMART and SUN communications.
Weather and Climate
Temperature, moisture and movement of air determine weather and
climate. The principal climates zones defined in terms of temperature averages,
which occurs the broad areas of the earth. These are tropical, polar, and
temperature climate zones. The Philippines is within Tropical Climate Zone. The
Town of Santander has what is termed by the Weather Bureau as the third type
of climate in which there is no distinct wet or dry season. There is more rainfall
during the southeast monsoon seasons in the month of September. The summer
heat which generally comes in March reaches its peak in April and May. Humidity
is approximately 77%, decreasing during the summer months and increasing
during the rainy days by a few percent. As per records of the Weather Bureau,
the average temperature in Samboan is 27.4 C or 81.3 F
Temperature
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Mean Annual Temperature : 26.50 'C
Mean Highest Monthly Temperature : 34.80 'C
Mean Lowest Monthly Temperature : 20.60 'C
Coldest Month : January
Warmest Month : May
1. Relative Humidity:
Average Relative Humidity: 75%
2. Wind Velocity and Direction:
Average Wind Velocity : 10 km/hr for varying directions
Northeast Wind (Amihan) : November to May
Southwest Monsoon (Habagat) : June to September
Typhoon usually comes : October to December
3. Land Cover:
The Municipality land use is mainly composed of:
a. Residential
b. Commercial
c. Institutional
d. Agricultural (remained only in the upland or hilly land areas)
CHAPTER 4DESIRED BEHAVIOUR OF THE USERS
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I. CRITERIA FOR FUNTION
- Flow – the efficiency of the flow of users must be organized and must
not cross with each other to avoid bad traffic flow.
- Spaces must dictate itself as a security. It must be use as a defensible
space.
- Bus operations must not distract the activity within the terminal proper.
- Employees must have other flow for smooth operations.
A. SPACE REQUIREMENTS
Site
The proposed bus and ferry terminal would be the start of the
development in the locality and maybe in the provinces of Cebu. Here, the
trip will all start, and end your journey. As an existing municipal wharf, the
site will also be a new face for all and a transforming development of the
terminal and depot around the entire province of Cebu.
PUBLIC AREAS
Lobby
This will serve as the welcoming part of the facility where
passengers arrive and will go.
Concession Spaces
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As of existing eatery and vendors in the site, this will serve as their
substitute. This will cater all necessary needs of the passengers.
Parking Areas
Adequate parking areas for passengers and for those who will meet
and drop their passengers
Bus parking areas
This will be only used for the buses in the terminal.
Ticketing Booth
Found at the lobby for those who will board for bus or by ferry.
Pre Departure Waiting Area
This will serve as waiting area for those passengers in the ferry
Passenger Concourse
This will be used for the passengers for the bus. This will help in
security and safety. This will also guide the passengers where they will go
for the trip they needed to.
First Aid Station
In any case of emergency especially for those who are called
“biyahilo.”
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PRIVATE AREAS
Administrative Area
This will be the common area or building for the offices needed for
the facility. It must be designed that the facility will be a suitable
place for the office employees to work on. The building would also
serve as the watch tower of the overall progress and operation
within the site, from the terminal down to the bus depot.
General Manager’s Office
The office of the manager and assistant manager is found in this
area. This office will have meeting rooms, comfort rooms and
lounge or waiting area for those who need the manager. Privacy is
highly needed in this office as transactions or other negotiations will
be held in this area.
Secretary’s Office
This will entertain first those who have transactions within the
manager inside his office. This also must have a high privacy for
some other business would happen here. And this area is adjacent
to the manager’s office and the accounting office.
Accounting Area
Involves all regarding with the flow of money within the facility. This
section divides into two fields, the money from the terminal itself
and for the depot.
Radio / Communications Room
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This is where the communications especially in the ferry is housed.
This area must be within the clear sights for uninterrupted signals
for communication purposes.
Surveillance Room
In this room are found all the TV monitoring all angles within the
facility especially in the terminal where security must be a high
level.
Security Office
This will house the security guards in the facility. They have also
their locker and private comfort rooms for convenience.
BUS GARAGE / ROADWORTHY TEST / BUNKHOUSE Service Depot
This is where repairs, minor and major, are being executed. Service
bays spaces are to be noted in this area.
Electronics
All jobs pertaining to the electronic and electrical works to be done
for the buses.
Air-Conditioning
This is where the repair for Air-Conditioning System for air-
conditioned buses takes place. This will not be a large in space
requirement because not all of their bus units are air conditioned.
Operator’s Office
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The Ceres Bus Liner would be the primary user of the bus depot.
This also includes the dispatch officer office along with it to get to
know the operation status.
Body Building Area
This involves all vulcanizing, other parts repair and welding area.
This area may provide also electrical area for this involves welding
works which greatly affects the power consumption.
Storage Areas
Within each department or area, a storage room would be needed
for safety, clean and organized operation will partake. Stealing of
scraps is a huge issue in this facility, so storage rooms must be
fully secured.
Canteen
An exclusive canteen would be necessary for the bus drivers and
garage employees.
Driver’s Lounge
An area provided for drivers to rest and relaxes as they wait their
turn for the next trip.
Comfort Rooms
For every space designed in the facility, comfort rooms must be
needed.
B. SPACE RELATIONSHIP
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PROXIMITY MATRIXLEGEND:1 – ESSENTIAL; 2 – DESIRABLE; 3 – TOLERABLE; 4 – NON TOLERABLE
COMMON TERMINAL
Spaces
LOB
BY
TIC
KE
T B
OO
THS
CO
NC
ES
SIO
N /
CO
MFO
RT
RO
OM
S
PA
SS
EN
GE
R P
AR
KIN
G A
RE
AS
BU
S P
AR
KIN
G A
RE
A
FER
RY
DE
PA
RTU
RE
/ W
AIT
ING
AR
EA
BU
S P
AS
SE
NG
ER
CO
NC
OU
RS
E
FIR
ST
AID
STA
TIO
N
MA
NA
GE
R'S
OFF
ICE
SE
CR
ETA
RY
'S O
FFIC
E
AC
CO
UN
TIN
G O
FFIC
E
SU
RV
EIL
LAN
CE
SE
CU
RIT
Y
LOBBY
TICKET BOOTHS 1
CONCESSION / COMFORT ROOMS 1 1
PASSENGER PARKING AREAS 1 1 1
BUS PARKING AREA 2 1 1 2
FERRY DEPARTURE / WAITING AREA 2 1 1 3 4
BUS PASSENGER CONCOURSE 2 1 1 3 1 4
FIRST AID STATION 1 1 2 2 3 2 2
MANAGERS OFFICE 4 4 3 3 4 3 4 4
SECRETARY'S OFFICE 4 4 3 4 4 4 4 4 1
ACCOUNTING OFFICE 4 4 2 4 4 4 4 4 2 1
SURVEILLANCE 3 3 3 3 3 3 3 3 3 3 3
SECURITY 4 4 4 3 4 4 4 4 4 4 4 1
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BUS GARAGE
SE
RV
ICE
DE
PO
T
BO
DY
BU
ILD
ING
DE
PA
RTM
EN
T
ELE
CTR
ON
ICS
AIR
-CO
ND
ITIO
NIN
G
OP
ER
ATO
R'S
OFF
ICE
STO
RA
GE
AR
EA
S
CA
NTE
EN
DR
IVE
R'S
LO
UN
GE
CO
MFO
RT
RO
OM
S
SERVICE DEPOT
BODY BUILDING DEPARTMENT 1
ELECTRONICS 1 1
AIR-CONDITIONING 2 1 2
OPERATOR'S OFFICE 1 2 2 3
STORAGE AREAS 1 1 1 1 1
CANTEEN 1 2 2 3 3 3
DRIVER'S LOUNGE 3 3 3 4 3 3 1
COMFORT ROOMS 1 1 1 1 1 1 1 1
II. CRITERIA FOR FORM / MATERIAL
- Modern design techniques and building forms will be applied.
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- The use of materials which are anti rust and will not corrode would be
the best fir for the facility because it is near the sea.
- Creating revolutionary designs which will may be the start of new
designs of commercial and terminal structures.
- A challenge will be for the form of the garage and to stay to its function
but will be more efficient enough to support its necessary operations.
- Having a part of the town of Santander, related ideas and some
identity of the town will be a key for some of the design principles.
- Designing to stand out within the site. This is greatly a help to uplift the
towns identity.
III. CRITERIA FOR SECURITY
- Creating a space that will protect from stealers of any materials
especially in the garage.
- Avoiding many partitions in the lobby where it help to create suspected
activities in the facility.
IV. SPECIAL CONSIDERATION
1. Antropometrics – deals with physical human dimensions, considering its
parts in relation to its static and dynamic function. The concept here is that the
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build environment should be based on the dimension of the user in relation to its
space, equipments and other facilities.
2. Comfort – it deals with condition of the design space in relation to its
environment. This is an important factor since it affects the condition and the
behavior of the users. The concept here is to provide a space that is obtained at
thermal comfort using natural ventilation over such mechanical means.
The following are the guidelines:
Proper orientation with respect to sun path and prevailing winds
Inducement of cross ventilation through appropriate construction
Providing sufficient overhangs and shading devices
Reduction of heat radiation through insulation
3. Acoustics – a proper acoustics enable the employees to be able to
communicate and clearly get the requests of its clients and its superiors. With
respect to this, the choice of materials is important to minimize and reduce the
intrusion of destructive sounds.
The following are the guidelines:
Providing acoustical plaster on both walls and ceilings
Using acoustical tiles on ceilings
Location of noise producing machines should be considered
V. OBJECT CRITERIA
A. SITE REQUIREMENTS
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1. PARKING
- Parking area is a necessity for this proposed facility. Parking spaces
are to be separated according to overnight and short stay parking. Bus
loading and unloading berths are to be separated and must be near
the waiting areas for the passengers. Parking areas for the buses in
the garage must be separated from the parking slots for those buses to
be repaired. Parking spaces for disabled could be excused since the
facility is catering able service men.
2. CURBS
- Dropped curbs are to be provided in walkways which change in level
- Dropped curbs at crossings have a width corresponding to the width of
the crossing; otherwise, the minimum width is 0.90m.
- Dropped curbs shall be ramped towards adjoining curbs with a
gradient not more than 1:12.
- Dropped curbs should be provided at pedestrian crossings and at the
end of walkways of a private street or access road.
- Dropped curbs at crossings have a width corresponding to the width of
the crossing; otherwise, the minimum width is 0.90 m.
- Dropped curbs shall be ramped towards adjoining curbs with a
gradient not more than 1:12.
- Curb cut-outs should only be allowed when it will not obstruct a
walkway or in any lessen the width of a walkway.
- The minimum width of a curb cut-out should be 0.90 m.
- Curb cut-outs should have a gradient not more than 1:12.
3. WALKWAYS AND PASSAGEWAYS
- Walkways should be kept as level as possible
- Whenever and wherever possible, walkways should have a gradient no
more than 1:20 or 5%.
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- Walkways should have a maximum cross gradient of 1:100.
- Walkways should have a minimum width of 1.20 meters.
- If possible, gratings should never be located along walkways. When
occurring along walkways, gratings openings should have a maximum
dimension of 13mm x 13mm and shall not project more than 6.5 mm
above the level of the walkway.
- Walkways should have a continuing surface without abrupt pitches in
angle or interruptions by cracks or breaks creating edges above 6.50
mm.
- In lengthy or busy walkways, spaces should be provided at some point
along the route so that a wheelchair or a push cart may pass another
or turn around. These spaces should have a minimum dimension of
1.50m and should be spaced at a maximum distance of 12.0 m
between stops.
- Walkway headroom should not be less than 2.0m and preferably
higher.
4. HANDRAILS
- Handrails should be installed at both sides of ramps and stairs and at
the outer edges of dropped curbs. Handrails at dropped curbs should
not be installed beyond the width of any crossing so as not to obstruct
pedestrian flow.
- Handrails shall be installed at 0.90m and 0.70m above steps or ramps.
Handrails for protection at great heights may be installed at 1.0m to
1.06m.
- A 0.30m long extension of the handrail should be provided at the start
and end of ramps and stairs.
- Handrails that require full grips should have a dimension of 30mm to
50mm.
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5. CROSSINGS
- In order to reduce the exposure time to vehicular traffic, all at grade
crossing should:
o Be as near perpendicular to the carriageway as possible.
o Be located at the narrowest, most convenient pan of
carriageway.
All crossings should be located close if not contiguous with
the normal pedestrian line.
B. BUILDING REQUIREMENTS
1. ENTRANCES
- Entrances should be accessible from arrival and departure point is to
the interior lobby.
- In case entrances are not on the same level of the site arrival grade,
ramps should be provided as access to the entrance level.
- Entrances with vestibules shall be provided a level area with at least a
1.80m depth and a 1.50m width.
2. RAMPS
- Changes in level require a ramp except when served by a dropped
curb.
- Ramps shall have a minimum clear width of 1.20m.
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- The maximum gradient shall be 1:12.
- The length of a ramp should not exceed 6.00m if the gradient is 1:12,
longer ramps whose gradient is 1:12 shall be provided with landings
not less than 1.50m.
- A level area not less than 1.80m. should be provided at the top and
bottom of any ramp.
- Handrails will be provided on both sides of the ramp at 0.70m. and
0.90m from the ramp level.
- Ramps shall be equipped with curbs on both sides with a minimum
height of 0.10m.
- Any ramp with a rise greater than 0.20m and leads down towards an
area where vehicular traffic is possible, should have a railing across
the full width of its lower end, not less than 1.80m from the foot of the
ramp.
3. DOORS
- All doors shall have a minimum clear width of 0.80m.
- Clear openings shall be measured between the surface of the fully
open door at the hinge and the door jamb at the stop.
- Doors should be operable by a pressure or force not more than 4.0kg;
the closing device pressure an interior door shall not exceed 1kg.
- A minimum clear level space of 1.50m x 1.50 m shall be provided
before and extending beyond a door.
- Protection should be provided form doors that swing into corridors.
- Out swinging doors should be provided at storage rooms, closets and
accessible restroom stalls.
- Latching or non – latching hardware should not require wrist action or
fine finger manipulation.
- Doorknobs and other hardware should be located between 0.82m and
1.06m above the floor, 0.90 is preferred.
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- Vertical pull handles, centered at 1.06m above the floor are preferred
to horizontal pull bars for swing doors or doors with locking devices.
- Doors along major circulation routes should be provided with kick
plates made of durable materials at a height of 0.30m to 0.40m.
4. CORRIDORS
- Corridors shall have a minimum clear width of 1.20m; waiting areas
and other facilities or spaces shall not obstruct the minimum clearance
requirement.
- Recesses or turnabout spaces should be provided for wheelchairs to
turn around or to enable another wheelchair to pass; these spaces
shall have a minimum area of 1.50m x 1.50m and shall be spaced at a
maximum of 12.0m.
- Turnabout spaces should also be provided at or within 3.50m of every
dead end.
- As in walkways, corridors should be maintained level and provided with
a slip resistant surface.
5. WASHROOMS AND TOILETS
- Accessible public washrooms and toilets shall permit easy passage of
wheelchair and allow the occupant to enter a stall, close the door and
transfer to the water closet from either a frontal or lateral position.
- Accessible water closet stalls shall have a minimum area of 1.70 x
1.80m. One movable grab bar and one fixed to the adjacent wall shall
be installed at the accessible water closet stall for lateral mounting;
fixed grab bars on both sides of the wall shall be installed for stalls for
frontal mounting.
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- A turning space of 2.25 sqm. with a minimum dimension of 1.50m for
wheelchair shall be provided for water closet stalls for lateral mounting.
- All accessible public toilets shall have accessories such as mirrors,
paper dispensers, towel racks and fittings such as faucets mounted at
heights reachable by a person in a wheelchair.
- The minimum number of accessible water closets on each floor level or
on that part of a floor level accessible to the disabled shall be one (1)
where the total number of water closets per set on that level is 20 and
two(2) where the number of water closets exceeds 20.
- The maximum height of water closets should be 0.45m; flush control
should have a maximum height of 1.20m.
- Maximum height of lavatories should be 0.80m with a knee recess of
the 0.60 – 0.70m vertical clearance and a 0.50 m depth.
- Urinals should have an elongated lip or though type; the maximum
height of the lip should be 0.48m.
6. STAIRS
- Tread surfaces should be s slip-resistant material; nosing may be
provided with slip resistant strips to further minimize slipping.
- Slanted nosing are preferred to projecting nosing so as not to pose
difficulty for people using crutches or braces whose feet have a
tendency to get caught in the recessed space or projecting nosing. For
the same reason, open stringers should be avoided.
- The leading edge of each step on both runner and riser should be
marked with a pant or non-skid material that has a color and gray value
which is in high contrast to the gray value of the rest of the stairs;
markings of this sort would be helpful to die visually impaired as well
as to the fully sighted person.
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- A tactile strip 0.30m wide shall be installed before hazardous areas
such as sudden changes in floor levels and at the top and bottom of
stairs; special care must be taken to ensure the proper mounting or
adhesion of tactile strips so as not to cause accidents.
CHAPTER 5DESIGN DEVELOPMENT
I. DEVELOPING THE DESIGN CONCEPTS
A. IDENTIFYING THE DIFFERENT TYPES OF PASSENGERS42
The flow of passengers is sorted through their travel types. By analyzing
thoroughly the flow of passengers, this will led to a more organized planning and
arrangement of spaces. Separating of the arrival and the departure will be an important
factor for these because it will lead to a more efficient and secure terminal.
B. IDENTIFYING THE BUS FLOW
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CEBU CITY
TYPES OF PASSENGERS
BATO AMLAN
CEBU CITY
BATO
- via BUS- via RORO
1
2 4
3
78
CEBU – AMLANAMLAN – CEBU LEGEND :
BATO AMLAN 65
FROM AMLAN TO AMLAN
TERMINAL
TO CEBU CITY FROM CEBU CITY
The arrangement of the buses is according to the most efficient way of the bus flow as it negates the intersection from arrival and departure, creates a single loop inside the terminal and a counterclockwise flow that respects the flow of the buses from the port. The reason that it is situated in a counterclockwise way is to negate the intersection from the inbound buses to the outbound buses because we have a right hand drive system.
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This is the flow of passengers on the site deriving from the types of passengers
and the bus flow in the previous tables.
45
PASSENGER FLOW TO AMLAN
T E
R
M
I
N
A
L
FROM CEBU CITY
TO CEBU CITY
TO CEBU CITY
With the different flow of the users and the buses already plotted in the site, intersections are present which leads to a chaotic and inefficient terminal already.
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PASSENGER FLOW
FROM CEBU CITY
INTERSECTION 2
INTERSECTION 1
TO AMLANINTERSECTION 3
T E
R
M
I
N
A
L
TO CEBU CITY
1st intersection solution – create a direct exit for arriving passengers that will not go to the RORO anymore.
2nd intersection solution – create a direct entrance for departure in the lower left. This will also help in security for late travels and for 1st trips at midnight where the facility itself is still closed as this entrance will be 1st to open at around 1am.
3rd intersection solution – designed the offices to be at in between to hallways. This will tend to create poor ventilation for the offices, so I created the hallways to be just open and not covered by wall or glass curtain.
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PASSENGER FLOW
FROM CEBU CITY
TO AMLAN
T E
R
M
I
N
A
L
DIRECT ENTRANCE
TO CEBU CITY
1. Roadworthy test is at the left side to have a direct link to the arriving buses from RORO which is their priority in the test.
2. RORO berths are found at the waterfront of the site.
3. The terminal is derived from the arrangement of spaces in the previous table
4. Parking slots are subdivided to private parking areas, jeepney and tricycle (which will be used for future expansion of the terminal for jeepneys) and the private vehicle pre departure parking area.
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JEEPNEY AND TRICYCLE TERMINAL
PARKING AREAS
ROADWORTHY TEST AND GARAGE
TERMINAL
VEHICLE PRE DEPARTURE PARKING
RORO BERTHS
CHAPTER 6DESIGN OUTPUT
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50
TERMINAL
51
TERMINAL
52
TERMINAL
53
TERMINAL ROOF PLAN
54
TERMINAL
55
BUNKHOUSE
56
BUNKHOUSE
57
PERSPECTIVES
58
SITE PERSPECTIVE
59
DETAILS
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CISTERN DETAILS
Roof Area = 3 725.40 sq. m. = 40 099.87 sq. ft.
Inches of Rainfall Gallons/Square Foot
0 0.001 0.622 1.243 1.864 2.485 3.106 3.727 4.348 4.969 5.5810 6.2011 6.8212 7.4413 8.0614 8.6815 9.3016 9.9217 10.5418 11.16
ANNUAL PRECIPATATION IN CEBU (2009)
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Average: 105.8mm = 4.17 inches
SOLUTION:
Average precipitation x 0.75 = Normal precipitation
4.17 inches x 0.75 = 3.1275 inches
3.1275 = 4 inches = 2.48 gallons of collected rainwater
Area x 2.48 gallons
40 099.879 sq. ft. x 2.48 gallons = 99 447.7GALLONS
Equation 1. V = A2 x R x 0.90 x 7.5 gals./ ft.3 where:
V= volume of rain barrel (gallons)A2= surface area roof (square feet)R= rainfall (feet)
0.90= losses to system (no units)7.5= conversion factor (gallons per cubic foot)
99 447.7 x 0.416 x 0.90 x 7.5 gals. / cu. ft.
VOLUME = 279 249.14 cu. meters
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CHAPTER 7
CONCLUSION AND RECOMMENDATION
CONCLUSION
It is a fact that most of the government projects now, focuses in the rural areas of
the archipelago because private investors lead in the development in the urban areas.
So as a start of the development, facilities and architectural solutions must be set first to
have an order and to have a better plan for the future. Without architectural knowledge,
tendency is that the development will just cause damage to the town itself.
The study will help in the development system of the government for the country
itself. This would set the standards for any developments they proposed. As a new
establishment in the south, this will create a direct link from Visayas to Mindanao, so it
will shorten the time of travel like before that it used to travel first to Dumaguete before
reaching to Mindanao.
As a factor of safety for the passengers and the drivers as well, this facility brings
the roadworthy test or a light repair before travel. This will ensure the safety for
everyone or at least lessen the chance to get any failure while on travel.
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With all these proposed developments and possible increase in number of
vessels and buses, the facility is equipped with all the amenities and the space
requirements for it is planned not just for today but for the future also.
RECOMMENDATION
The project is ready for future expansions. It is well designed to overcome the
inconvenient, unsafe and unpleasant travel. The facility will just cater for RORO vessels
only and not for ferry vessels as it has a different loading dock as to the ferry.
So, for the following proponents who would want to tackle this thesis again, there
are still new innovations and ideas coming but standards are really the standards. I
know that there are lots of things that can be added to this facility, but with this facility
alone, it will hold up and survive to its functionality, strength and beauty.
For the future persons who are willing to continue this study, further study of
large RORO vessels would be useful for it is common especially within the city because
of large number of vehicles inside the vessel. But, with all the hard work and time I
spent on this study, I am comfortable enough that my study is a success and its all
worth it.
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CHAPTER 8
BIBLIOGRAPHY
http://en.wikipedia.org/wiki/Bus_garage
http://en.wikipedia.org/wiki/Tuen_Mun_Ferry_Pier
http://www.maritime-rh.com/roro-and-ferry-terminals-a-modern-roro-terminal.html
http://www.dutchpickle.com/philippines/negros/maayo-shipping.html
http://www.philstar.com/Article.aspx?articleid=525403
http://www.ufs.ph/2009-10/node/1904
Accessibility Law (Batas Pambansa Bilang 344) and its Amended Implementing Rules
and Regulations – Philippines
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